| *** Primary Characterization Data *** |
| Pedon ID: S1979WI073005 | ( Marathon, Wisconsin ) | Print Date: Dec 17 2024 8:28PM |
| Sampled as : | Rothschild |
| Revised to correlated on Mar 4, 1980: | Mahtomedi ; Mixed, frigid Typic Udipsamments |
| United States Department of Agriculture | ||||
| SSL | - | Project | RP80WI036 MARATHON COUNTY | Natural Resources Conservation Service |
| - | Site ID | S1979WI073005 Lat: 44° 54' 7.13" north Long: 89° 39' 22.32" west MLRA: 90B | National Soil Survey Center | |
| - | Pedon No. | 80P0060 | Soil Survey Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Lincoln, Nebraska 68508-3866 | ||
| Layer | Horizon | Orig Hzn | Depth (cm) | Field Label 1 | Field Label 2 | Field Label 3 | Field Texture | Lab Texture |
| 80P00266 | Ap | Ap | 0-20 | LS | LS | |||
| 80P00267 | Bt | B2t | 20-46 | LS | LS | |||
| 80P00268 | 2Bt | 2B3t | 46-61 | SL | ||||
| PSDA & Rock Fragments | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | |||
| (- - - - - Total - - - - - -) | (- - Clay - - -) | (- - - - Silt - - - - -) | (- - - - - - - - - - - - Sand - - - - - - - - - - - -) | ( Rock Fragments (mm) ) | |||||||||||||||||
| Lab | Clay | Silt | Sand | Fine | CO3 | Fine | Coarse | VF | F | M | C | VC | (- - - - - - - - Weight - - - - - - - -) | >2 mm | |||||||
| Text- | < | .002 | .05 | < | < | .002 | .02 | .05 | .10 | .25 | .5 | 1 | 2 | 5 | 20 | .1- | wt % | ||||
| Depth | ure | .002 | -.05 | -2 | .0002 | .002 | -.02 | -.05 | -.10 | -.25 | -.50 | -1 | -2 | -5 | -20 | -75 | 75 | whole | |||
| Layer | (cm) | Horz | Prep | (- - - - - - - - - - - - - - - - - - - - - - - - - - % of <2mm Mineral Soil - - - - - - - - - - - - - - - - - - - - - - - - - - -) | (- - - - - - - % of <75mm - - - - - -) | soil | |||||||||||||||
| 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | 3B1 | 3B1 | 3B1 | ||||||||
| 80P00266 | 0-20 | Ap | S | ls | 7.4 | 9.9 | 82.7 | 6.6 | 3.3 | 4.1 | 16.4 | 50.4 | 10.9 | 0.9 | 1 | 3 | -- | 79 | 4 | ||
| 80P00267 | 20-46 | Bt | S | ls | 5.7 | 7.2 | 87.1 | 6.1 | 1.1 | 1.3 | 17.4 | 57.6 | 10.2 | 0.6 | tr | tr | -- | 86 | tr | ||
| 80P00268 | 46-61 | 2Bt | S | sl | 7.7 | 16.9 | 75.4 | 7.7 | 9.2 | 8.4 | 18.8 | 33.9 | 9.3 | 5.0 | 10 | 15 | 11 | 79 | 36 | ||
| Bulk Density & Moisture | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | |||
| (Bulk Density) | Cole | (- - - - - - - - - - - Water Content - - - - - - - - - - -) | ( Air Dry-Oven Dry ) | WRD | Aggst | ||||||||||||
| 33 | Oven | Whole | 6 | 10 | 33 | 1500 | 1500 kPa | (- - - - Ratio - - - -) | Whole | Stabl | (- - Ratio/Clay - -) | ||||||
| Depth | kPa | Dry | Soil | kPa | kPa | kPa | kPa | Moist | Corrected | Soil | 2-0.5mm | CEC7 | 1500 kPa | ||||
| Layer | (cm) | Horz | Prep | (- - - g cm-3 - - -) | (- - - - - - - - - - - - pct of < 2mm - - - - - - - - - - - -) | cm3 cm-3 | % | ||||||||||
| 3C2a1a | 3D1 | 8D1 | |||||||||||||||
| 80P00266 | 0-20 | Ap | S | 3.2 | 1.005 | 0.43 | |||||||||||
| 80P00267 | 20-46 | Bt | S | 2.5 | 1.003 | 0.44 | |||||||||||
| 80P00268 | 46-61 | 2Bt | S | 3.1 | 1.004 | 0.40 | |||||||||||
| *** Primary Characterization Data *** |
| Pedon ID: S1979WI073005 | ( Marathon, Wisconsin ) | Print Date: Dec 17 2024 8:28PM |
| Sampled As | : | Rothschild | |||
| USDA-NRCS-NSSC-Soil Survey Laboratory | ; | Pedon No. 80P0060 | |||
| pH & Carbonates | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | |||
| (- - - - - - - - - - - - - - - - - - pH - - - - - - - - - - - - - - - - -) | (- - Carbonate - -) | (- - Gypsum - - -) | ||||||||||||
| CaCl2 | As CaCO3 | As CaSO4*2H2O | Resist | |||||||||||
| Depth | 0.01M | H2O | Sat | <2mm | <20mm | <2mm | <20mm | ohms | ||||||
| Layer | (cm) | Horz | Prep | KCl | 1:2 | 1:1 | Paste | Oxid | NaF | (- - - - - - - - - - - - % - - - - - - - - - - -) | cm-1 | |||
| 8C1e | 8C1a | |||||||||||||
| 80P00266 | 0-20 | Ap | S | 4.2 | 4.5 | |||||||||
| 80P00267 | 20-46 | Bt | S | 4.8 | 5.4 | |||||||||
| 80P00268 | 46-61 | 2Bt | S | 4.5 | 5.3 | |||||||||